An Experimental Study on Static and Cyclic Undrained Behaviour of Gangetic Sand
Author:
Funder
Atomic Energy Regulatory Board,India
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40098-023-00727-2.pdf
Reference39 articles.
1. Ishihara K (1993) Liquefaction and flow failure during earthquakes. Geotechnique 43:351–415. https://doi.org/10.1680/geot.1993.43.3.351
2. Seed HB, Wong RT, Idriss IM, Tokimatsu K (1986) Moduli and damping factors for dynamic analysis of cohesionless soils. J Geotech Eng 112:1016–1032. https://doi.org/10.1061/(ASCE)0733-9410(1986)112:11(1016)
3. Tokimatsu K, Yoshimi Y (1981) Field correlation of soil liquefaction with SPT and grain size. In: Proceeding 1st Internationaal Conference on recent advances in geotechnical earthquake engineering and soil dynamics, pp 203–208
4. Zhang B, Muraleetharan KK, Liu C (2016) Liquefaction of unsaturated sands. Int J Geomech. https://doi.org/10.1061/(asce)gm.1943-5622.0000605
5. Andrianopoulos KI, Papadimitriou AG, Bouckovalas GD (2010) Bounding surface plasticity model for the seismic liquefaction analysis of geostructures. Soil Dyn Earthq 30:895–911. https://doi.org/10.1016/j.soildyn.2010.04.001
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